{"id":235685,"date":"2022-09-19T16:05:59","date_gmt":"2022-09-19T16:05:59","guid":{"rendered":"\/forum\/forums\/reply\/235685\/"},"modified":"2022-09-19T16:05:59","modified_gmt":"2022-09-19T16:05:59","slug":"235685","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/235685\/","title":{"rendered":"Reply To: boundary conditions in soil analysis"},"content":{"rendered":"<p>&lt;p&gt;I&#8217;m using a student version of Ansys workbench and I have the problem of &#8220;The solver engine was unable to converge on a solution&#8221; while using Mohr-Coulomb to define a soil with very low cohesion. I will be very grateful if anyone tells me what to do asap&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-235685","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/235685","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/reply"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/235685\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=235685"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}